Critical Buckling Design Value for Compression Member in Minor Axis, FcEy

Critical Buckling Design Value for Compression Member in Minor Axis, F_cEy

F_{cEy} = F_{cE 2} = \frac{0.822 \cdot E_{\min}'}{{[\frac{l_{e 2}}{d_{2}}]}^{2}}

F_{cEy} = F_{cE 2} = \frac{0.822 \cdot 510, 000 psi}{{[\frac{36.0 in}{1.5 in}]}^{2}}

F_{cEy} = F_{cE 2} = 728 psi

F_cEy	Critical buckling design value for the compression member in the minor axis, psi
E_min'	= E_min ⋅ C_M ⋅ C_T ⋅ C_i = 510,000 psi
l_e2	Effective length = 36.0 in
d₂	Member thickness = 1.5 in

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